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THE UNIVERSITY 
OF ILLINOIS 


LIBRARY 


121.24 
ig, - 0 Se ae 


al ee 


GhAe Standard 
Face Brick Tables 


Compiled and Copyrighted 1914 
By FRITZ EHRSAM, Architect 
Assoc. M. Am. Soc. C. Eng. 


Published by 
THE ARCHITECTURAL BOOK PUBLISHING COMPANY 
Paul Wenzel and Maurice Krakow 
of east. 12th “STREET 
NEW YORK 


Copyright 1914 
The Architectural Book Publishing Company 
New York 


Entered at Stationers Hall, London 


Ohe “Standard 
Face Brick Tables’’ 


By 
FRITZ EHRSAM 


2) 


PURPOSE 


> The object of these “Standard-Face-Brick-Tables” is 
r to encourage the production of better face-brick-work 
~ by helping both Architect and Builder in the calculation 
qof such work. 


— The extensive use of face-brick in modern building 
“construction, plain or in connection with stone or terra 
veotta, require a thorough and practical knowledge of the 
“subject on the part of the designer, for which purpose 
“design-data regarding the bonds and joints have been 
“eombined with these tables. 


oe The great economical importance of the tables how- 
(ever is particularly apparent to the Detailer in the Archi- 
“tect’s office, and to the stone or terra cotta draughtsman, 
“on account of the time saved in computing the plans. 


. The tables enable the reader to see at a glance the 
exact width and height of a pier, an opening, an insert 
‘stone or piece of terra cotta of a given number of hrick- 


“courses or units in any brick wall. 


5) 


The tables eliminate to a great extent the irregular 
cutting of face-bricks between piers to pieces smaller 
than one unit, and save the builder from 10 per cent. to 
25 per cent. of cost on material and labor. 

The Architect can in the future, without loss of time, 
express the dimensions on his brick plans in numbers of 
units at the same time as in feet and inches, or HE MAY 
simply note the principal dimensions in figures which 
must of course correspond to the Standard Brick Tables, 
and note in his specification that “all brickwork shall be 
figured according to the Standard Face Brick Tables 


Usine Tor Hnvts., |... eee. and: Si) a respectively.” 


APPLICATION OF THE TABLES 


All brick work is figured in “units,” each of which is 
composed: 

Hither of the height of one brick course plus one joint 
for the HEIGHT UNITS or courses, 

Or of the length of one brick header course plus one joint 
for the LENGTH UNITS. 

When designing any kind of brick work, determine 
therefore first your “units’”—namely, the size (and kind) 
of bricks and joints which you wish to use. 

For instance: 


faerie t RY BRICK o... 02. size D = 18" x2 x6. 
For horizontal joints, for instance........ ty" 


Then the height of 1 course = (1 brick 
Peewee Noite ee 21," 
Or, for instance: 


STANDARD PRESSED BRICK... 814"x234'x4" 

Baume da tus case Ye joints. 2... 0.0... iA” 

Then the height of 1 course = (1 brick —-—— 
Pane ORE rm OS Pa esc cs Sa Flo a Se 214" 


With either of these cases we will use the same table 
for heights, as the unit—the height of one course (1 brick 
and 1 joint) is 21%”. | 


OLA OL BENT, MA ROE 


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— 


. 


—— 


|. 4 UNIT 5 10UNiT 5S 4UNit s 
-fJoint + 1 JoINT 


Taking the table for HEIGHTS of 21%” we find the 


following conditions: 


STAN DARD FACE BRICK TABLES. ONE UNIT= ONE BRICK+ ONE JOINT: 24" | 


COMPILED AND*COPYRIGHTED BY FRITZ EHRSAM ARCHT. NUMBER OF UNITS PER FOOT: 458 


-Cormsrs 9 te fs 8 6 8 
0 


The first horizontal and the first and last vertical line 
of figures shows the number of courses. 


The second horizontal line shows the results (sizes) in 
feet and inches for from one to nine courses respectively. 


The second vertical line shows the results (sizes) in 
feet and inches for from one to nineteen courses 
respectively. 


(These are the numbers of courses most used and 
therefore given twice.) 


TO FIND THE HEIGHT OF ANY DESIRED 
NUMBER OF COURSES between 1 and 199, look for 
the first or the first two ciphers of the number of courses 


in the vertical line 
— and — 


for the last cipher of this number in the top (horizontal) 
number line. 


Follow these two columns sideways and downward 
and where they intersect you will find the exact result: 
For instance: 35 courses at 214 = 7'-31,”. 


is 


As these results give the “normal” dimensions of a 
unit (either tables for heights or lengths), add ONE 
JOINT (or its dimensions) for all openings and niches, 
doors, window openings, concave panels, lengths 
between piers, etc. 


or 


SUBTRACT ONE JOINT (or its dimension) for the 
width of all projecting piers, and for the height of all 
projecting horizontal bands, etc. 


See page No. 6 of these instructions. 


In cases where cut stone or terra cotta is used in co- 
operation with face-brick work, the formula and corres- 
ponding case=“N COURSES—ONE JOINTS” gives 


always the exact height to which the stone is to be cut. 


The tables for heights and lengths of brickcourses 
are to be used in exactly the same way and no attention 
is to be paid to the different bonds as all bonds divide by 


. headerlengths resp. units. 


“BRICK BONDS” 


as applied to pattern in Face brick work. 


THE RUNNING OR COMMON BOND 


This is the most common bond used in America, and 


its characteristic feature is its cheapness. 


It has no more “face-headers” than are required by 


the Building Laws of the various communities, for 


stability. 


Full rows of headers show every 5th—7th course. 


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SN UG Pe (Ge i NTS ew es UN OP om ee 


THE HEADER BOND 


This bond is much used in Germany and France. It 
Shows only headers on the face and is laid either checker- 


board fashion or with interlocking joints. 


This bond is used preferably for small surfaces or 
where a fine and even texture of a large surface is desired. 
Various patterns can be executed by the use of multi- 


colored bricks or inserts of terra cotta, stone or plaster. 


10 


THE FLEMISH BOND 
(Also called Gothic or Polish Bond) 


This bond is much used in Colonial Architecture with 
red stretchers and black headers showing the general 
pattern. Each course is composed of headers and 
stretchers following consecutively, and all courses are 
similar. Every other course breaks joints with the next 


one below and above. 


aia 


Mlle 


tis 


Li 


THE DOUBLE STRETCHER FLEMISH BOND 


This bond is often used on large surfaces and where 
the height of the building should be emphasized. The 
headers form continuous vertical lines, which can be 


brought out by the use of bricks of various colors. 


All courses of this bond are made up of one header 
following two stretchers, the headers of the 1, 3, 5, 7 
course being shifted 2 units over those of the 2, 4, 6, 8, 


etc. 


St ee Sa Re FO Re» See EES Gee NAT SSR See oT EPO) 


THE ENGLISH BOND 


This bond is typical of most of the brick work done 
in England and is made up of full header-courses follow- 


ing regularly full stretcher-courses. 


The 1, 3, 5, 7 etc. course and the 2, 4, 5, 6 course are 


similar respectively. 


The header joints are shifted for 14 unit over the 


stretcher-joint. 


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13 


THE DUTCH CROSS BONG 


This bond was originated in Belgium and Holland, 
and produces the most artistic pattern, permitting also 


of a large variety of designs. 


t is composed of full header-courses (2, 4, 6, 8) over 
full stretcher-courses (1, 3, 5, 7), whereby the joints of 
the header-courses are shifted 14 unit over the joint of 


the stretcher-courses. 


The joints of the 2d, 4th, 6th, etc., stretcher-course 
have been shifted one unit over the joints of the 1st, 3d, 


5th, 7th, etc., stretcher-course. 


~ rey ro ~ » WwW 


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14 


To find the number of Face brick required for any 
given job proceed as follows: 


a). IF THE DIMENSIONS OF PLANS ARE GIVEN 
IN FEET AND INCHES. 


1). Find square feet of bricksurface as shown on plans 


2). Divide by number of bricks per square foot (n); 
(this quotient you find by multiplying the number of 
courses per foot of height by the number of units per 
foot of wail length and dividing the result by 2, because 
1 brick gives 2 headers. 
Note that these units are given in the right hand 
upper corner of each table.) 
3). Multiply by factor x to take care of full headers for 
bond. ; 
4). Add for jambs, header-courses, belts, etc. 
5). Add for breackage (according to kind of bricks 
2 O'S) Io 
Formula: Ost: 


Q — square feet of plain bricksurface 

n —facebrick required per sq. ft. (found by multiplica- 
tion of the factors given on the head of each table) 

x — 1,20 if every 5th course shall bind i in 

fig, Oth 

xX — i, 15 6¢ 66 7th 66 eé ée 6¢ 

2— Divisor, because each full brick will give two units. 

b) IF THE PLANS ARE FIGURED IN UNITS so 
that the number can be figured at once, then the 
formula becomes 


Z 
whereby N represents the number of units . 


15 


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ONE UNIT= ONE BRICK+ ONE sowr- 4 | 


COMPILED AND COPYRIGHTED. By FRITZ EHRSAM ARCHT. 


STANDARD FACE BRICK TABLES. 


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ONE UNIT= ONE BRICK+ ONE JOINT= { 8 


NUMBER OF UNITS PER FooT: 6.4 


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NUNBER OF UNITS PER FooT: 6.0 


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FOR PROJECTING PIERS AND COURSES. 


FOR OPENINGS AND NICHES. 


ADD ONE JOINT 
SUBTRACT ONE JOINT 


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STANDARD FACE BRICK TABLES. ONE UNIT= ONE BRICK+ ONE JOINT= 2: 


COMPILED AND COPYRIGHTED BY FRITZ EHRSAM ARCHT. NUMBER OF UNITS PER FooT: < 17 


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